FLS2002-06048
FLS2002-06048
NEW PLAN REALTY
TRUST INC.
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I STILL HAVEN'T FOUN[}-WHAll'.M LOOKING FOR
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I have climbed the highest mountains' ,
I have run through the fields
Only to be with you, only to be with you
I have run I have crawled
I have scaled these city walls
These city walls, only to be with you
G -- - 1 1 lIe - --I 1 G - -- 1 /I (2x)
C: But I still haven't found what I'm looking for
But I still haven't found what I'm looking for
D - - - 1 C - - -I G - - -I /I (2x)
I have kissed honey lips
Felt the healing in her fingertips
It burned like fire, this burning desire
I have spoke with the tongue of angels
I have held the hand of a devil
It was warm in the night, I was cold as a stone
C: But I still haven't found what I'm looking for
But I still haven't found what I'm looking for
B: ( G -- -I 1 lIe -- -I 1 G -- -I /I)
I believe in the Kingdom Come
Then all the colors will bleed into one
Bleed into one, but yes I'm still running,
You broke the bonds and you loosened the chains
You carried the cross and my shame
And my shame, you know I believe it
C: But I still haven't found what I'm looking for
But I still haven't found what I'm looking for
T: But I still haven't found what I'm looking for
But I still haven't found what I'm looking for
@ 1987 Island Records:: on their 'The Joshua Tree"
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5023 w..t Laur.l Str..t
Tampa, Florida 33807
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11" ENGINEERS, ENVIRONMENT ALlS.rS, SURVEYORS 8 PLANNERS
2639 McCormick Dr. Clearwater FL. 33759
Tel. (727) 724-8422 - Fax. (727)724-8606
E.B. No. 7421
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EXISllNG SIGNALIZED INTERSECllON
ALL PARKING INDICATED WITH CIRCLE ARE 9' (W)
WITH THE EXCEPllON OF HANDICAPPED PARKING STALLS,
ALL PARKING INDICATED WITH SQUARE ARE 10' (W)
WITH THE EXCEPTION OF HANDICAPPED PARKING STALLS,
SHOPPING CART CORRAL
12'X16' DUMPSTER PAD LOCATION
TRASH COMPACTOR AND CONTAINER
.& 111111I"11I111 INTRASITE PEDESTRIAN WALKWAYS
.& - PSTA BUS SHELTER
MINIMUM AISLE WIDTHS ARE 24'
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CLEARWATER MAI_L, LLC
c/o THE SEMBLER COMPANY
5858 CENTRAL AVENUE
ST. PETERSBURG, FL 33707
Tel. (727) 384-6000 - Fax. (727)345-4931
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OUTDOOR RETAIL SALES,
DISPLAY AND STORAGE
SHEET DESCRIPTION.
CLEARWATER MALL
SITE PLAN
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200
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JUN 2 0 2002
FL P.E, No. 14663
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BIG BOX RETAiL
A PErAL
~ R..OOR
QAfDEN CENTER
TOTAL -
a RETAL
MAri R.OOR
QAAOEN CENTER
TOTAL -
c. FETAL
BIG BOX FETAL TOTALS -
Vti.AGE RETAIL
1 FErAL
2 ffaAL
3 RETAL
4 RETAiL
5 RETAL
3 k1I::l AL
7 FErAL
8 Fe-rAlL
9 FErAL
>> FeTAL
11 PETAl.
12 FErAL
-n fETAL
14 fETAL
15 FETAL
18 RCTAL
fl FETAL
VUAOE FETAL TOTALS -
EXISJt.JQ (BAN()
OUTPARCELS
d. BAN<
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OUTPARCEI.. fETAL TOT'. , -
TOTALS -
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ZON/NGjjIS~ICT .-. . -'. r....,,~~j. ,:~B Acs)
-""'. ---,---._- i.:~i.;j',Qj?~012 Acs,)
USE Commercial
LOT AREA (Acs.)
(Sq. Ft.)
LOT WIDTH
IMPERMEABLE
SURFACE RAllO
72,49 Acs.
3,157.664
N/A
0.86
BUILDINGS (S.F,)
F,A.R,
926,102 Sq, Ft.
F.A.R,= ,32
SETBACKS (Buildings)
Front
Side
Rear
N/A
N/A
N/A
SETBACKS (Other Structures)
Front N/A
Side N/A
Rear N/A
HEIGHT
PAVED VEHICULAR
USE AREAS. VUA
PARKING LOT INTERIOR
LANDSCAPING
(Sf, & % of paved
vehicular use area)
35 Ft,
46,76 Acs,
2.036.866
N/A
PARKING
TOTAL
RAllO
H /C SPACES
4027 spa
4.35
UNK.
AREA
(S.F .)
PARKING
PROVIDED
P AR<iNQ
PER 1,000 S.F.
5.11
4.62
5.02
5.12
4.83
REQUIRED.
N/A
Minimum Lot Size
3500 - 10,000 SF
35 - 100 Ft,
ISR .95
F.A.R. .55
25 Ft.
0-10 Ft.
10-20 Ft,
25 Ft,
0-10 Ft,
10-20 Ft,
25-35 Ft.
N/A
10% of WA
18,774 SF
3812
4.83
85
3178-3973 spa
4-5/1000
50 (20+ 1/100 OVER 1000)
6/20/02
6/6/02
4/30/02
4/5/02
3/29/02
ADDED OUTDOOR DEUNEA 11 ON AT BLDG B
ADD REVISED BLDGS 8,14.13.12 AND PARCEL BNDY UNES
MISC REVISIONS PER CLEARWATER DRC
MISC REVISIONS PER CUENT
ADDED PSTA BUS STOP AND DUMPSTER LOCA110NS
174.655
11A07
.062
892
140,734
36,402
177,186
651
· Based on Flexible Standard Development c'.j~!r~~'f Le~~~ 1
tlll Et ,tit:! n,..., ,()
vL _~ ;)1Q;; 'vlQ U t:A 0
NO.
DATE
REV1lIlOH.
Bl,565
501,813
096
10,000
28,725
5,100
2,941
12,200
25,004-
7,750
38,556
15.001
9,591
24,102
12,938
24,342
18,009
e,e:oo
12,000
9,251
263,000
1,346
7,121
23
3,834
6,515
6.575
17,0'.4
31
G4
8'!
2<Y
768,948
3.812
Data
PROPOSED
C !67.4 78 Acs)
o 3,741 Acs)
I 1.271 Acs,)
Commercial
Institutional (1.271 Acs,)
73.76 Acs.
3.212.986
185.50 (Min.)
0.86
788.948 Sq, Ft.
F,A.R,= ,27
25 Ft.
o Ft.
10 Ft.
15 Ft.
o Ft.
10 Ft.
35 Ft.
43.10 Acs,
1.877.436
12% of VUA
22.529 SF
JOB NO.
220-07
,... . ....
N/A
IMT.
DATE.
APP'D 3/29/02 (#
BY
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Illustrations by I mpulse mag
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West Elevation
, s & Animations, Inc.
Illustrations by Impulse Ima1je
TAYl:.OR SCQ"'f'lf AFtC,HITEeTS, INC.
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~ 7 o.~
GRATE ELEV : 40.36 \1'1(', ^ / I.{ 10', FLijRiuA. POWE R CORPORA TlO V);;!; 1 ~ S
NW INV, : 36B5 ~~., I ~
SE INV.: 3661 ~.39 / : / ---.c:ASEMENT O.R, BOOK 4453, PAG;: 400 '--
, " 1 .. -.........,r...... , , / FN&C"
~'~" 10"''l'L0~~~P'~' ,WI>J ~gJ,]J w- -
~ .~~EMENT1>.W~453. PAGE: 400~~f ~ ,
:/I jJ ~ <\Y x 39.54 /
~ /
f; J <'f~p ;/
\ x 4.rc;VJ (" ~ /} ,., 0
~'~ ,t 39,38 9,63 ? g // ~ /) ~
N INV : 33 Q -
~IW INY : 3 7 -? ~ ~ /) r0 ~
W INV : 3 5 <.;> ~ , WR ('/1il
X 46"54'V: ,4 U::> GRATE ELEV : 3~ ~. ~ '/ ATE : 43 X 38,86
. ,<.; '7.'17';>.0 f;; r:r;'~y/^~ L//':i,:l;! 38 I' /) .~/) _ II" J,nr ../.v-
I ~ ?~~\ 39,39 ~lllf;/ Il h7 ~~l~~ : W .11 I 0? 4" .....-: ,I ,/
~~~~ft~'~' ~ /~II Iri<;//Il - ~ - - B" ~ ~7~ "'i':;; ,41"
\ ~0.r /) AK.;' ,f;/ }!11/; SPK 38.67 ~' /) .-/; /} PK ,/ --- ~, @
'( ~~ . S 89'''.''- .O'l'~>'ll.,g9'''''~1 0 .~ S I/,,, // '>!'K l~ 1I1'Kft.. - ~~ /, ~ ../
~ '\ ~ 6'0" <:'/1' 0 47.09 6.47 .-/"'
~ 6~' It. . ... ~ / ;/' ;{<;/ j} /} I/>p L..~ X 36.39 ~V E~~3 :423676
I/~:"~~ ~ .1ffA. -X~ 11:// >753 i/ - - ~ _ -,-~:0-"il
, ....; X 37,53 ~ X 36,36 16"
~ \ ;) / GRATE ELEV : 3724 ~Q;,.' X 37,59 04" @
, ./ / ~ /J b NW INv : 3376 @
GRA TE ELEV. : 36,01 '- @26"
;: NW INV, : LO. Vl
w.v. I;. / ~ X 36.53 >lx SE INV. : 25.99
/ ~ I.J / c; EJ /}
CO ;1 '/.<::u... 1/
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~I '-' ~ \ ~
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I..L 18" ,C.P;! /) GR.ATE EL : 3464 i?o
GRATE ELEV : 3755 ri. ~// E I V::2~~6 X 35 4 C~;" ~rO+.
NW INV. = 31.50 '/ , ~ SW 2935. /{y -2'. ~O X 35.67
Nt INV.: 3152 '... _\ 0;" ""0 t(!l
SW INY. : 3155 I I I '" \ @ B" 07 la /0
E INV. : 3146 V 1:::--"" ~ '(!I"''l' C'
~ ~ \ \ Or"" It;, 01,..0
, @7" 01. $;() "
I (!I.... (!I....
/ I 101 10" \ \ '1!/.
I 4 ~ ~ ~ .73"- \.. X 35,37 oS'~~
7 ~ ,:1- 10" 35.20 '" It.v. 35,55 . ~
~ 9" )5.1 ~ L ~IO" 3~ f "'1 ~
~~' ~~3~ ~ .7 35.63~H~ '~;2:J' S
~~. ~. .2~ll.R!"~' "57 ~ "55 10' FLORIIDA POWER CORPORAllON
I . / I. tIDJ/ ~ 2 -/.. \~71 ~ .9+ EASEME T O.R. BOOK~4453' PAGE 4 0 4
? ' / r' 35.97..rN&Dl,B~43~ 35':8J' ~IO' ( 9"
;;; I /J 35,Si( ~/' '36.15 \'\ ~.35 10"
, / ./ ./ -:;;l6.JL.~~.rz \ 3618 3~~1 I
~' r ~t / "'- \35:96 30 35:91 I
I. / U~ -.J8.25 \ ->- :91 ~S
35 ~ / U. ,3~.~ \ +3601 X 3623
34.89 35 ~ / 3 "'- I' . ,
/ I 7 /~~ ~~3788 Ai ' :.:.~~\.'\. '\ . ~7~.'9
'/ \ 36.21 36.17
3 .'7,
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/ 35,28
Y / 3 . /Ir%>rv'~ty. )~ 36.16
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TREE LEGEND
12' @ '" 12" OAK TREE
12' @ '" 12" WILLOW TREE
12' ~ '" 12" ORNAMENTAL TREE
12' ~ '" 12" PALM TREE
12' ~ '" 12" BAY TREE
12' ~ '" 12" MAGNOLIA TREE
12' <) '" 12" CITRUS TREE
12' ~ '" 12" EUCAL yprus TREE
12" ~ '" 12" SYCAMORE TREE
12' <4 '" 12" PINE TREE
12" ~ '" 12. CEDAR
12" <J '" 12" ELM TREE
12" ~ '" 12" MAPLE TREE
12" ~ '" 12" WAX MYRTLE TREE
12" 0 '" 12" OTHER SPECIES
12' ~ '" 12" CYPRESS TREE
12" . '" 12" PECAN TREE
12" @ '" 12" BomE BRUSH TREE
12" @ '" 12" CAMPHOR TREE
12' @ '" 12" CHINABERRY TREE
It 4$"" 12" PERSIMMON TREE
w
w
(f)'
w
z
-
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u
t-
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RATE ELEV ~ Yil,.f5
SW INV, : 34,17
34.59 34 ~
-I' 34. 71 ~:7~
34.81 ~~.9
34.71 ~~3; ~.5
3~:~
/34~6
3~:~~ sm 34,86
~~,""'"
3;2~ ~A~~
34:95 d~'l ~35.30 1N ~
35.04 2 2" p 'Ie .~
35.17 . '56"~35.46(O) \5~'" 6" 0ip
N 80 \8 35.20 ~ 7"
5g:~~ LP, 7"
_ - 26" ~5.3 Af1" 7"
+35.4 ~ .Q-.
~26" 5"7'c3I
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-
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FN&C
X 39.34 \
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X 39.32
88.56'56"E 194,61--'/}}-
S 89'01 '03nE ~4-:es1'F)
_ _ .-AJ F.H.
-
X ),9. ~
-
-
X 38.59
-
_ ,,~-#:~~ J9."
, /}' , OR'! 0 0 '?Id,ouon 7'
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X 38.85
16
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X 37.28
X 38.46
.
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35, 6
X 36.51
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35. 3
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t
36.27
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X 36,23
34, 9
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v
GR ELE.: 6
I / Nt IN~/. 1'5'19
./ NE INV, - 307
, SE INV. : 251
v
X 35,45
/
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;8
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v
X 34.77
34, 1
/
III
III
lill/ o>"OQ
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II;
X 35.38
/
I
X 34,50
35.78
35. ~5.
34, 9
35.90
X 34,59
5.44
35.54 ~.
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5.64
35.5~ 0' IDA POWE R CORPORATION
ASE~R' BOOK 445~ PAGE
,,35.51 35.15 35,06
" '35.~~ 5.' ,'5,01
...35~ 35.15 ~5,.0
" ~~
~ .22
400 14
34.77
34.9
.93
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LEGEND OF SYMBOLS
AND ABBRE VIA TIONS
o .. REFLECTOR POST
~ .. WA rrR SPRINKLER VAL Vf
T, Y.M. ~ .. UNDERGROOND CABLE rrLEVlSfON MARKER
t. VB. . .. CABLE TEm1S1ON UnUTY BOX
p,p, K .. POVtfR POLE
O,Hol ,W ,II .. OVfRHEAD UNES
C.P. K .. COMBINA nON POLE (PO'M:R/PHONE)
.. .. UGHT POLE
CLP." .. COMBINA TlON & LIGHT POLE
G.P," .. GUY POLE
M.P, .. = METER POLE
E-- = GUY 'MRE
~ = ELECTRIC unuTY BOX (TRANSFORMER)
~Pt. = UNDERGROUND POWER PAINT MARK
:Q: .. ELECTRICAL OUMT
181 .. ELECTRIC unuTY BOX
<D = ELECTRIC METER
}::l: .. DECORA nVf LIGHT
+- - l- - +- .. APPROXlMA rr LOCA OON UNDERGROUND POv.fR LINES
@ .. MONITORING HfLI.
@ = U71L1TY MANHOLE
k3J '" PEDESTRIAN CROSSING SIGN
TS8. ISI '" TRAFFIC SIGNAL unuTY 80X
TV. ~ .. TRAffiC SIGNAL POLE
STORM CURB INLETS
~/~~~~~
cg == MI7ERED END SEcnON
ca = A.ARED END SECTI<>>I
II .. GRA rr INLET
o.....@ .. STORM Sfv.fR PIPf .t MANHOLE
~ ~C~ ~.. SANITARY SfI+ER PIPE, MANHOLE, CLfANOUT & VALVf
R. C.P, == REINFORCED CONCRfrr PIP[
C,M.P,,, CORRUGA TED METAL PIPf
p, ve. == Pet Y VlN'r1 CHLORIDE
Dj.P. = DUCnLE IRON PIPE
V. C.P. = VITRIFIED CLA Y PIPE
--\XX(- G ~ .. APPROXlMA rr LOCA 710N OF UNDERGROUND
G.Y. VGol GAS UNE ftlTH GAS VAL~ GAS METER
& GAS LINE WARNING SIGN
~Gt. .. BURlf:D GAS UNE PAINT MARK
. == UNDERGROUND WA rrR MAIN MARKER
1L
~ .. UNDERGROUND TaEPHa'if ;:'AINT MARK
T.U~o_ _ T _ ~. ~M. 0-" APPROXlMA rr LOCA 710N OF 'JNDERGROUND
TELEPH<>>IE CABLE I+1TH IDfPHONE unuTY BOX
UNDERGROUND TELEPHONE ~ABLE WARNING MARKER
T.P. K == TELEPHONE PetE
F.0.1oI. ~ .. UNDERGROUND FIBER OPTIC UNE WARNING MARKER
to", UNDERGROUND FIBER OP71C UNE PAINT MARK
I4t
F,H. -t ~ = UNDERGROUND WA7rR LINE PAINT MARK
- . '4.4- - w - -illID- - == APPROXlMA rr LOCA TlON OF UNDERGROUND WA 7ER
LINE I+1TH FIRE HYDRANT. WA rrR VAL Vf .t METER
~ S.... = TRAFFIC SIGN
1.1.8. I3a .. MAILBOX
)( '" 6' CHAIN UNK FENCE UNLESS OTHER'MSE NOTED
'. .. .. .. PARKING POST OR BetLARD
CONe. 14 d . i I = CONCRErr
ASPH ~;'i~'1i??;&i't~~ '" ASPHAL T
F.D,O. T. '" FLORIDA DEPARTMENT OF fRANSPORTA nON
S.R,D. = STArr ROAD DEPARTMENT
O.R. == OfFICIAL RECORD BOOK
PolS = PROFESSIONAL LAND SURVHOR
LBI .. LICENSED BUS/NESS NUMBER
o /A = OVERALL DIMENSION
p,o,e. .. POINT OF COMMENCEMENT
P,O,B. = POINT OF BEGINNING
f .. CEN7rRUNE
R/W .. RIGHT-OF-WAY
ELEV, = ELEVA 71<>>1
FIR 0 .. FOUND IRON ROD
FJP 0 = FOUND IRON PIPE
SIR 0 = SfT 1/2' IRON ROO & CAP L,B.18113
FCM Cl = FOUND CONCRErr MONUMENT
SN&D 0 .. SET NAIL AND BRASS DISK LB18113
FN&D 0 '" FOUND NAIL AND DISK
(P) == BEARING/DISTANCE PER PLAT
(D) = BEARING/DISTANCE PER DEED DESCRIPOON
(F) = BEARING/DISTANCE PER FIELD MEASUREMENT
(C) = BEARING/DISTANCE PER CALCULATI<>>I
TYPICAL SPOT ELEVA nONS
TOP OF CURB ELEV, (IF SHOItN)
FLO'MlNE Of CURB [LEY. ~~:16g EDGE Of PAVfMENT [LEV. 96"8,,,-
EDGE OF PAVfMENT [LEV. 96. 8",- GROUND [LEV. 95.2 "'-
TOP Of CURB ELEV. 96 68 GROUND ELEV. 95.2 +
EDGE Of P A VEMEN r [LEV. 96:18 '\..
c
I
FILES
DRAWN
a Jr
CHECKED
dhr
1
REV
12-17-01
DATE
ADDED BANK SITE
IN\ 1463\ 14635 E PG 1.DWG
1463WE 5 T.CRD
)(
)(
, l
1- 32.77 32.91 ,.......
~, U' -"~ w.t.132.2 ~2.45 j2.6~2.68 -:- ;~~M~"'~
~, ~? W'f:2 .q. M HOLE / r ~ ,t.,\
X 32.74 ~. 'c ~~ 4~) 13'\' rJ~ N - NO FOUND /./" --, '\' M A TC H
~ v-.. ~ 1- ~()'/ ~ > UND ASP'j/ ~ ,~'
. , - ~ ~ vV' ~3,2.90 ~~, -""" ,>/\'X) ,,,? ., .,
~ ~ ~Q~' ~ ;2.'8 r ~ -.J / "'\at~ -n...-?
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SURVEY
C E
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CERTIFIED TO: WILTON PARTNERS
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE
(I) IN ACCORDANCE WITH "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS"
JOINTLY ESTABLISHED AND ADOPTED BY ALTA, ACSM AND NSPS IN 1997, AND INCLUDES ITEMS 1-5,
8, 10, 11 OF TABLE A THEREOF, AND (ii) PURSUANT TO THE ACCURACY STANDARDS (AS ADOPTED BY
ALTA AND ACSM AND IN EFFECT ON THE DATE OF THIS CERTIFICATION) OF AN URBAN SURVEY.
AND FURTHER MEETS THE TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND
SURVEYORS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE" PURSUANT TO SECTION 472,027 FLORIDA STATUTES,
09/24/99
DATE OF SURVEY
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2915 SR. 590 SUITE 17
CLEAR WA TER, FLORIDA 33759
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EASEMENT FOR WELL. WATERMAINS
AND PIPES O.R, BOOK 4399 PAGE 1601 18
~
D E
S
C R
I P T ION
PARCEL I:
THAT PART OF l11E SOUl11WEST 1/4 OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST,
PINELLAS COUNTY, FLORIDA DESCRIBED AS FOLLOWS:
FROM l11E SOUTHWEST CORNER OF SAID SECTION 17, RUN SOUTH 88'57'02" EAST, ALONG
THE SOUTHERLY LINE OF SAID SECTION 17, 100.00 FEET; THENCE RUN NORl11 1'03'04" EAST,
ALONG THE EASTERLY RIGHT-OF-WAY LINE OF STATE ROAD 55 (U.S. HIGHWAY 19) AND PARALLEL TO l11E
WESTERLY LINE OF SAID SECTION 17, 860.00 FEET; THENCE RUN SOUTH 88'57'02" EAST, 100.00 FEET
FOR A POINT OF BEGINNING; THENCE RUN NORTH 1'02'58" EAST ALONG THE EASTERLY RIGHT -OF -WA'-( LINE
OF STATE ROAD 55, AS PER DEED RECORDED IN O.R. BOOK 3476, PAGE 925, PINELLAS COUNTY RECORDS,
6.00 FEET; THENCE RUN NORTH 88'57'02" WEST, ALONG SAID RIGHT-OF-WAY LINE, 24.49 FEET; THENCE
RUN NORTH 48'20'20" WEST, ALONG SAID RIGHT-OF-WAY LINE, 39,95 FEET; THENCE RUN
NORTH 8'56'56" WEST, ALONG SAID RIGHT-OF-WAY LINE, 182.08 FEET; THENCE RUN NORl11WESTERLY ALONG
SAID RIGHT-OF-WAY LINE ON A CURVE TO THE RIGHT OF 755,94 FEET RADIUS (CHORD BEARING
NORTH 3'56'56" WEST, CHORD DISTANCE 131.77 FEET) 131.94 FEET; THENCE RUN
NORTH 1'03'04" EAST, ALONG SAID RIGHT -OF - WAY LINE, 495.89 FEET; l11ENCE RUN NORTH 00'28'32"
EAST ALONG SAID RIGHT-OF-WAY LINE, 200.00 FEET; THENCE RUN NORTH 1'03'04" EAST, ALONG SAID
RIGHT-OF-WAY LINE (SAID LINE BEING PARALLEL TO, AND 100.07 FEET EASTERLY OF, THE WESTERLY LINE
OF SAID SECllON 17), 573.94 FEET; THENCE RUN NORTH 3'20'30" EAST, ALONG SAID RIGHT-OF-WAY
LINE, 50.04 FEET; l11ENCE NORTH 11'15'18" EAST, ALONG SAID RIGHT-OF-WAY LINE, 23,05 FEET;
THENCE RUN NORTH 45'24'32" EAST, ALONG THE RIGHT-OF-WAY LINE AT THE SOUTHEASTERLY CORNER OF
THE INTERSECTION OF STATE ROAD 55 AND STATE ROAD 60 (GULF- TO-BAY BOULEVARD), 119.90 FEET; l11ENCE
RUN NORTH 89'46'01n EAST, ALONG THE SOUTHERLY RIGHT-Of-WAY LINE OF STATE ROAD 60 AS PER DEEDS
RECORDED IN O.R. BOOK 3476, PAGES 923 AND 925, AND O.R. BOOK 3511, PAGE 423, AND OTHER DEEDS
(SAID LINE BEING 60 FEET SOUTHERLY OF AND PARALLEL TO THE EAST-WEST CENTER LINE OF SAID
SECTION 17), 1563.41 FEET; THENCE RUN SOUTH O'21'26n WEST, ALONG A LINE PARA.LLEL TO
AND 40 FEET WESTERLY OF THE WESTERLY LINE OF LOT 1, OF RESUB OF BASKIN'S REPLA T (SEE PLAT
BOOK 24, PAGE 42, PUBLIC RECORDS OF P!NELLAS COUNTY, FLORIDA), 270.00 FEET; THENCE RUN
SOUTH 89'46'01" WEST, 37UO FEET; THENCE RUN SOUTH 1'03'04" WEST, 261.37 FEET; THENCE RUN
NORTH 88'56'56" WEST, 60.00 FEET; l11ENCE RUN SOUl11 1'03'04" WEST, 40.00 FEET; THENCE RUN
NORTH 88'56'56n WEST, 20,00 FEET; THENCE RUN SOUTH 1'03'04" WEST, 27.00 FEET; THENCE
RUN NORTH 88'56'56" WEST, 94.00 FEET; THENCE RUN SOUTH 1'03'04" WEST, 269.00 FEET; THENCE
RUN SOUTH 88'56'56" EAST, 174,00 FEET; THENCE RUN SOUTH 1'03'04" WEST, 34,00 FEET; THENCE
RUN SOUTH 88'56'56" EAST, 194.61 FEET; THENCE RUN SOUl11 53'30'53" EAST, 443.76 FEET; THENCE
RUN NORTH 50'58'54" EAST, 270.64 FEET; THENCE RUN NORTH 35'12'39" EAST, 93,74 FEET; THENCE
RUN NORl11 32'43'49" WEST, 35.00 FEET; THENCE RUN NORTH 57'16'11" EAST, 27.44 FEET; THENCE
RUN NORTH O'13'59n WEST, 480.04 FEET; THENCE RUN SOUTH 39'01 '06" EAST, 79.82 FEET; THENCE
RUN SOUTH 0'13'59n EAST, 502.41 FEET; THENCE RUN SOUTH 50'58'54" WEST, 363,54 FEET; l11ENCE
RUN SOUTH 43'11'54" EAST, 65.23 FEET; THENCE RUN SOUTH 36'29'07" WEST, 439.88 FEET; THENCE
RUN NORTH 53'30'53" WEST, 550.00 FEET; THENCE RUN SOUTH 36'29'07" WEST, 652,05 FEET; l11ENCE
RUN NORTH 88'57'02n WEST, 742.58 FEET TO THE POINT OF BEGINNING;
LESS l11E FOLLOWING DESCRIBED PORTION THEREOF:
FROM THE SOUTHWEST CORNER OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST, RUN
NORTH 01'03'04" EAST, ALONG l11E WESTERLY LINE OF SAID SECllON 17, 1470.91 FEET,
THENCE RUN SOUTH 88'56'56" EAST, 102.07 FEET FOR A POINT OF BEGINNING; THENCE RUN
NORTH 01'03'04" EAST, ALONG THE EASTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY 19 (STATE
ROAD 55), 227.57 FEET; THENCE RUN NORTH 00'28'32n EAST, CONllNUING ALONG SAID RIGHT-
OF-WAY LINE 157.43 FEET; THENCE RUN SOUTH 88'51'13" EAST, 275.20 FEET; THENCE RUN
SOUTH 36'29'07n WEST, 471.94 FEET TO THE POINT OF BEGINNING.
PARCEL II: INTENllONALL Y OMITTED
PARCEL III:
THAT PART OF l11E SOUl11WEST 1/4 OF SECllON 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST,
PINELLAS COUNTY, FLORIDA, DESCRIBED AS FOLLOWS:
FROM l11E NORTHWEST CORNER OF THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 1/,
RUN NORl11 89'46'01" EAST, ALONG THE EAST-WEST CENTER LINE OF SAID SECTlON 17,
7.87 FEET; THENCE RUN SOUTH 1'03'04" WEST, 591.44 FEET FOR A POINT OF BEGINNING; THENCE
CONTINUE SOUTH 1'03'04n WEST, 336.00 FEET; THENCE RUN NORTH 88'56'56" WEST, 174.00 FEET;
THENCE RUN NORTH 1'03'04" EAST, 269.00 FEET; THENCE RUN SOUTH 88'56'56" EAST, 94.00 FEET;
THENCE RUN NORTH 1'03'04" EAST, 27.00 FEET; THENCE RUN SOUTH 88'56'56" EAST, 20 FEET; THENCE
RUN NORTH 1'03'04" EAST, 40.00 FEET; Tl-lENCE RUN SOUTH 88'56'56" EAST, 60.00 FEET TO THE
POINT OF BEGINNING,
PARCEL IV
THAT PART OF THE SOUTHWEST 1/4 OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY,
FLORIDA, DESCRIBED AS FOLLOWS:
FROM l11E NORTHWEST CORNER OF THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 17, RUN
SOUTH 0'23'02" WEST, ALONG THE WESTERLY LINE OF THE SAID NORTHEAST 1/4 OF SOUTHWEST 1/4,
60.00 FEET; THENCE RUN NORTH 89'46'01" EAST, ALONG THE SOUTHERLY RIGHT-OF-WAY LINE
OF STATE ROAD 60 (GULF-TO-BAY BOULEVARD), 415.00 FEET; THENCE RUN SOUTH 0'21'26" WEST, ALONG
l11E WESTERLY LINE OF LOT 1 OF RESUB OF BASKIN'S REPLA T (SEE PLAT BOOK 24, PAGE 42, PUBLIC
RECORDS OF PINELLAS COUNTY, FLORIDA), 529,81 FEET; THENCE RUN NORTH 69'41'46" EAST, ALONG THE
SOUTHERLY LINE OF SAID LOT 1, 68.00 FEET FOR A POINT OF BEGINNING; THENCE CONTINUE NORTH
69'41' 46" EAST, 344.45 FEET TO l11E SOUl11EAST CORNER OF SAID LOT 1; THENCE RUN SOUl11
39'01'06" EAST, 15.96 FEET; l11ENCE RUN SOUTH 0'13'59" EAST, 480.04 FEET; THENCE RUN SOUTH
57'16'11" WEST, 27.44 FEET; THENCE RUN NORTH 32'43'49" WEST, 45.00 FEET; THENCE RUN NORTH
39'25'12" WEST, 452,93 FEET TO l11E POINT OF BEGINNING;
LESS THAT PART CONVEYED TO CITY OF CLEARWATER BY WARRANTY DEED RECORDED IN O.R. BOOK 4272, PAGE
1503 (RE-RECORDED IN O.R. BOOK 4302, PAGE 1562), PINELLAS COUNTY RECORDS.
PROJECT:
CLEARWATER
MALL
LINE
2.~..
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PARCEL V
l11AT PART OF TRACT 1, A RESUB OF BASKIN'S REPLAT, AS RECORDED IN PLAT BOOK 24, PAGE 42, PUBLIC
RECORDS OF PINELLAS COUNTY, FLORIDA, DESCRIBED AS FOLLOWS:
BEGIN AT THE NORTHWEST CORNER OF THE NORTHEAST 1/4 OF l11E SOUl11WEST 1/4 OF SECTlON 17, TOWNSHIP
29 SOUTH, RANGE 16 EAST, AND RUN THENCE NORTH 89'46'01" EAST, ALONG THE EAST-WEST CENTER LINE
OF SAID SECTION 17, 415,0 FEET; THENCE SOUTH 0'21'26" WEST, 50.00 FEET; THENCE CONTINUE SOUTH
0'21'26" WEST, 469.02 FEET FOR A POINT OF BEGINNING; RUN THENCE NORl11 89'46'14" EAST, 192.95
FEET; l11ENCE RUN SOUTH 69'41'36n WEST, 206.20 FEET; THENCE RUN NORTH 0'21'26" EAST,
70,79 FEET TO THE POINT OF BEGINNING.
PARCEL VI
THAT PART OF THE SOUTHWEST 1/4 OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY,
FLORIDA, DESCRIBED AS FOLLOWS:
FROM THE SOUTHEASTERLY CORNER OF LOT 1, OF A RESUB OF BASKIN'S REPLA T IN PLAT BOOK 24, PAGE 42,
PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE RUN SOUTH 39'01'06" EAST, 95.78 FEET FOR A
POINT OF BEGINNING; FROM THE ABOVE REFERENCED POINT OF BEGINNING, RUN THENCE SOUTH 39'01'06"
EAST, 391,64 FEET; THENCE RUN SOUTH 50'58'54" WEST, 314.71 FEET; THENCE RUN NORTH 00'13'59"
WEST, 502.41 FEET TO THE POINT OF BEGINNING.
AND
BURDINES SITE EASEMENT:
COMMON AREA EASEMENTS FOR PARKING, SIDEWALKS, WALKWAYS, ROADWAYS, COMMON FACILITIES,
IMPROVEMENTS, AND OTHER USES GRANTED UNDER THAT MEMORANDUM OF CONSTRUCTION, RECIPROCAL EASEMENT
AND OPERAllON AGREEMENT BETWEEN FEDERATED DEPARTMENT STORES, INC. , AND CLEARWATER MALL, INC"
DATED JANUARY 31, 1974, RECORDED FEBRUARY 1, 1974, IN O.R. BOOK 4131, PAGE 1217, PUBLIC RECORDS
OF PINELLAS COUNTY, FLORIDA, OVER THE LANDS DESCRIBED BELOW:
l11AT PART OF THE SOUTHWEST 1/4 OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY,
FLORIDA, DESCRIBED AS FOLLOWS:
FROM THE NORTHEAST CORNER OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 17, RUN
SOUTH 0'23'02" WEST, ALONG THE 40 ACRE LINE, 60.00 FEET; l11ENCE RUN NORTH 89'46'01" EAST,
ALONG THE SOUTHERLY RIGHT-OF-WAY LINE OF STATE ROAD 60 (GULF- TO-BAY BOULEVARD) 415.00 FEET FOR A
POINT OF BEGINNING; THENCE RUN SOUTH 0'21'26" WEST, ALONG THE WESTERLY LINE OF LOT 1 OF RESUB
OF BASKIN'S REPLAT (SEE PLAT BOOK 24, PAGE 42, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA),
529.81 FEET; l11ENCE RUN NORTH 69'41'46" EAST, ALONG l11E SOUTHERLY LINE OF SAID LOT 1, 68.00
FEET; THENCE SOUTH 39'25'12" EAST, 452.93 FEET; l11ENCE RUN SOUTH 32'43'49" EAST, 80.00 FEET;
l11ENCE RUN SOUTH 35'12'39" WEST, 93.74 FEET; THENCE RUN SOUTH 50'58'54" WEST, 270.64 FEET;
l11ENCE RUN NORTH 53'30'53n WEST, 443.76 FEET; THENCE RUN NORTH 88'56'56" WEST, 194,61 FEET;
THENCE RUN NORTH 1'03'04" EAST, 631.37 FEET; l11ENCE RUN NORTH 89'46'01" EAST, 371.10 FEET;
THENCE RUN NORTH 0'21'26" EAST, 270,00 FEET; THENCE RUN NORTH 89'46'01" EAST, 40,00 FEET TO
THE POINT OF BEGINNING.
AND
BANK SITE:
THAT PART OF THE SOUTHWEST 1/4 OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY,
FLORIDA, DESCRIBED AS FOLLOWS:
FROM THE SOUTHWEST CORNER OF SAID SECllON 17, RUN NORTH 01'03'04" EAST, ALONG THE WESTERLY
LINE Of SAID SECTION 17, 1470.91 FEET; THENCE RUN SOUTH 88'56'56n EAST, 102.07 FEET FOR A
POINT OF BEGINNING; THENCE RUN NORTH 01'03'04" EAST, ALONG l11E EASTERLY RIGHT-OF-WAY LINE OF
U.S. HIGHWAY 19 (STATE ROAD 55), 227,57 FEET; THENCE RUN NORTH 00'28'32" EAST, CONTINUING
ALONG SAID RIGHT-OF-WAY LINE, 157.43 FEET; THENCE RUN SOUl11 88'51'13" EAST, 275,20 FEET;
Tl-lENCE RUN SOUTH 36'29'07" WEST, 471.94 FEET TO THE POINT OF BEGINNING.
ncr.
T Y P E
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DATE:
09/15/99
1" - 40'
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" --ora water line per
. te locotion
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LEGEND
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11.
'" UNOCRGROUI'IID CABLE TUfWSlON MARKER ~ '" UNDERGROUND 7ClIPHONE PAINT MARK
_ CABLE 7CLEW1SION UTlUTY BOX W~O_ - T - -!!. T!!o- '" APPROX1MA7C LOCAl/ON ~ UNDERGROUND
- 7CLEPHONE CABLE 'M7H 7CLEPHONf: UTlUTY BOX
= POOCR POlE UNDERGROUND 7ClIPHONE CABLE WARNING MARKER
'" OveRHEAD DINES TP. ,ff = 7fLEPH0Nf: POLE
C.P.,ff = COIr/BINATlOIv/ PaE (POltfR/pHONE) F,O,1tI. ~ = UNDERGROUND neER OPTIC UNE WARNING MARKER
LP.,ff = UGHT PaE F.H. -t ;(0= UNDERGROUND neER (iJTlC UNE PAINT MARK
ColP.,ff '" COI.IBINAnOf1~ .t UGHT POLE -.4.+- -w- -!lOO- -= APPROXlMA7C LOCATION Of UNDERGROUND WA7CR
__ _ GUY POLE UNE f't17H FIRE HYDRANT, It'A7fR VALvr ok METER
G.P, ,.. - r.s..... = TR.AfF7C SIGN
{P. ,ff = ME7fR PaE' 1iI.8. IZl '" M,yLBOX
E--- = GUY II1RE )( )( )( = ~ CHAIN UNK FENCE UNLESS OTHERltlSE NOTED
IAl . = POST OR PARKING 8aLARD
~ = ElfCTRIC U77UTY BOX (TRANSFORMER) ~~ ASPH. = ASPHALT
~PL = UNDERGROUND POy,[R PAINT MARK I" '<f' 411 CONe. = CONCRm
:0: = ElfCTRICAL OUnET F,D. O. T. = FlORIDA DEPART/,/ENT ~ TRANSPORTA TlON
S.R.D. = STA7C ROAD DEPART/,/ENT
121 = ELECTRIC UJr7UTY 80X OR. = OfFICIAL RECORD flOCK
CD = ELECTRIC /Y/rn:R P.LS. = PROFESSIONAL LANJ SURVfYOR
):1: DECORA Tlvr UGHT LEI = UCENSED 8USlNESS NUMBER
'" O/A = OvrRALL DIMENSION
-+- - ... - -+- = APPROXIAlATE: LOCATION UNDERGROUND POY/[R UNES P,O.C. = POINT ~ COIr/ME:NCiMENT
@ = MONITORING Yr[l.L P,O,B. = POINT ~ BEGINNING
@ = UTlUTY MANHOLE f = CEN7fRUNE
I!l '" PEDESTRIAN CROSSING SIGN R/W = R/GHT -<Y' - WA Y
r. S.B ~ = TR.AfF7C SIGNAL UT7UTY BOX Elfv' = ELEVA TlON
T,S.P ~ ST;::~ I~ft POlL F,I.R.o = FOUND IRON ROO
Affi /fu @.@I F.I.P. 0 = FOUND IRON PIPE:
~ ./ @ "- L!J ~ c::::::=::J ~ S./.R.o = SET 1/2' IRON ROD ct CAP LB./611J
@ = M/7fRED END SECTIoN F,C.M.O = FOUND CONCRE:7C MONUIrIENT
c:(] = FlARED END SECTION (P) = BEARING/D!STANCE PER PLAT
III = GRA TE: INLET (D) = 8EARlNG/DlST ANCE PER DE:ED DESCRIP nON
@ = STOR/./ SE~ PIPE: ok MANHCU (F) = BEAR/NGID/STANCE I'ER nELD MEASUREMENT
~ ,J;c.2:.s>- ~'" SANITARY SlltfR PIPE:, I./ANHaE. CLEANOUT.t VALvr (C) = BEARING/D!STANCE PER CALCULATION
R. C.P. = RElNFORCEO CONCRE7C PIPE: SN&D 0 = SET NAIL AND BRASS DISK LBi611 J
C P () ,"" FNctD 0 = FOUND NAIL AND DISK
.M. ,= CORRUGA TE METAL Ph FNJcC 0 = FOUND NAIL AND r:AP
P.v'e. = POLY VlN'rt CHLORIDE 7YP/CAL SPOT Elf"VZP>NS
D.I.P. = DUCTILE IROIN PIPE flF SHo~i --
v'C.P. = VITRIFIED CLAY PIPE: FlOitl~ ~ ~I ~ ~g.6~: 'WGE: ~ PA'ffMENT ELEV, 96.111.
~ __ G -[00--0 = APPROXIMA TE: LOCA TlON ~ UNDERGROUND ~ P VE:ME:NT ELEV. ~g'l ' .....
G.v, U,Gol GAS UNE 'IIl7H GAS VAL\It GAS METER EDGE A .' GROUND ELEV. 95.2'\.
~ .t GAS UNE WARNING SIGN EDGE: if /fv&i:1!r ~ ~N~ GROUND ELEV. 95.2.-
~ '" 8URIED GAS UNf: PAINT MARK ' "'+
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HEIGHT OF OUTSIDE
VISIBLE BUILDING WALL
IS 35.8' ABOVE SIDEWALK *
APPROXIMATE SQUARE FOOTAGE OF BUILDINGS AT OUTSIDE WALL:
FIRST FLOOR = 75054 MORE OR LESS
SECOND FLOOR = 77347 MORE OR LESS
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10' FLORIDA POWER CORPORATION
EASEMENT O.R. BOOK 4453, PAGE 400
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City of Cleorwoter Atlo~
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NOTE: ONLY COMPLETE SPACES WERE COUNTED
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PARKING SPACE TABLE
TYPE OF NO. WITHIN FEE TOTAL EXISTING REQUIRED BY
SPACES OWNED LAND ZONING
REGULAR 610 610 762**
HANDICAPPED 3 3
COMPACT
TOTAL 613 613 762**
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BUILDING SETBACKS PER CITY OF CLEARWATER ZONING CODE
25' TO THE R/W
10' TO THE SIDE
20' TO THE REAR
* CITY OF CLEARWATER CODE LIMITS BETWEEN 25' AND 50' MAXIMUM HEIGHT
DEPENDING ON AMOUNT OF IMPROVEMENTS TO SITE CONTEMPLATED.
** CALCULATED AT 5 SPACES PER 1000 SQUARE FOOT OF USABLE
FLOOR SP ACE.
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EASEMENT FOR WELL WATERMAINS 10.
AND PIPES O,R, BOOK 4399 PAGE 1601 ^-ro \;;; \ \
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LS2557
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A.L. T.A./ A.C.S.M. LAND TITLE SURVEY
10-10-00
DATE
REVISED DESCRIPTION & CERTIFiCA rnN
REVISIONS
NO.
SECTION
17,
TOWNSHIP 29S.,
RANGE 16E.,
PINELLAS COUNTY, FLORIDA
DESCRIPTION
THAT PART OF THE SOUTHWEST 1/4 OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY,
FLORIDA, DESCRIBED AS FOLLOWS:
FROM THE NORTHEAST CORNER OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 17, RUN
SOUTH 0'23'02" WEST, ALONG THE 40 ACRE LINE, 60,00 FEET; THENCE RUN NORTH 89'46'01" EAST,
ALONG THE SOUTHERLY RIGHT-OF-WAY LINE OF STATE ROAD 60 (GULF-TO-BAY BOULEVARD) 415.00 FEET FOR A
POINT OF BEGINNING; THENCE RUN SOUTH 0'21'26" WEST, ALONG THE WESTERLY LINE OF LOT 1 OF RESUB
OF BASKIN'S REPLAT (SEE PLAT BOOK 24, PAGE 42, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA),
529.81 FEET; THENCE RUN NORTH 69'41'46" EAST, ALONG THE SOUTHERLY LINE OF SAID LOT 1, 68.00
FEET; THENCE SOUTH 39'25'12" EAST, 452.93 FEET; THENCE RUN SOUTH 32'43'49" EAST, 80.00 FEET;
THENCE RUN SOUTH 35'12'39" WEST, 93.74 FEET; THENCE RUN SOUTH 50'58'54" WEST, 270.64 FEET;
THENCE RUN NORTH 53'30'53" WEST, 443,76 FEET; THENCE RUN NORTH 88'56'56" WEST, 194.61 FEET;
THENCE RUN NORTH 1'03'04" EAST, 631.37 FEET; THENCE RUN NORTH 89'46'01" EAST, 371.10 FEET;
THENCE RUN NORTH 0'21 '26" EAST, 270.00 FEET; THENCE RUN NORTH 89'4-6'01 ~ EAST, 40.00 FEET TO
THE POINT OF BEGINNING.
CONTAINING 10,39 ACRES, MORE OR LESS (452,585.258 SQUARE FEET).
NOTES
1. FIELD BEARINGS SHOWN ARE BASED ON THE WEST LINE OF SECTION 17 TOWNSHIP 29 S.,
RANGE 16 E., AS BEING N.01'03'04"E.
2. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA
LICENSED SURVEYOR AND MAPPER.
3. NO EXCAVATION WAS PERFORMED TO VERIFY THE LOCATION OR EXISTENCE OF ANY
UNDERGROUND UTILITIES, ENCROACHMENTS, IMPROVEMENTS, STRUCTURES OR FOUNDATIONS.
UNDERGROUND UTILITY LINE LOCATlONS (IF SHOWN HEREON) ARE BASED UPON UTILITY
PROVIDER ATLASES AND VISIBLE FACILITY EVIDENCE. THIS UTILITY LOCATION
METHODOLOGY MEETS THE REQUIREMENTS OF A QUALITY LEVEL C AS DEFINED BY THE
FEDERAL HIGHWAY ADMINISTRATION. UTILIZING THIS METHOD IT IS NOT UNUSUAL TO FIND
THAT 15 TO 30 PERCENT OF THE UNDERGROUND UTILITIES ARE EITHER OMITTED OR ARE
PLOTTED TWO FEET OR MORE IN ERROR.
4. RE-USE OF THIS SURVEY FOR PURPOSES OTHER THAN WHICH IT WAS INTENDED, WITHOUT
WRITTEN VERIFICAllON, WILL BE AT THE RE-USERS SOLE RISK AND WITHOUT LIABILITY TO
THE SURVEYOR. NOTHING HEREIN SHALL BE CONSTRUED TO GIVE ANY RIGHTS OR BENEFlTS
TO ANYONE OTHER THAN THOSE CERTIFIED TO.
5. ALL FOUND POINTS ARE UNMARKED UNLESS OTHERWISE NOTED.
6. THIS SURVEY IS NOT INTENDED TO SHOW THE LOCATION OR EXISTENCE OF ANY
JURISDICTIONAL, HAZARDOUS OR ENVIRONMENTALLY SENSITIVE AREAS.
7. UNLESS OTHERWISE INDICATED, THE PROPERTY DESCRIPTION AND EASEMENTS SHOWN WERE
FURNISHED TO POLARIS ASSOCIATES, INC. AND ARE PRESUMED TO BE CORRECT. NO SEARCH
OF ANY PUBLIC RECORDS, FOR EASEMENTS, DEEDS, ETC., WAS PERFORMED BY THIS FIRM
FOR THE COMPLETION OF THIS SURVEY.
8. THE SITE APPEARS TO BE IN FLOOD ZONE X, ACCORDING TO THE FEDERAL EMERGENCY
MANAGEMENT AGENCY, FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER
125096-0017-D, DATED 8/19/91. POLARIS ASSOCIATES, INC. AND THE SIGNING SURVEYOR
HEREON ASSUMES NO LIABILITY FOR THE ACCURACY OF THIS DETERMINATION. THE
AUTHOR OF THE MAP, THE FEDERAL EMERGENCY MANAGEMENT AGENCY, OR THE LOCAL
GOVERNMENTAL AGENCY HAVING JURISDICTION OVER SUCH MATTERS SHOULD BE
CONTACTED PRIOR TO ANY JUDGMENTS BEING MADE FROM THIS INFORMATION. THE
ABOVE REFERENCED MAP STATES IN THE NOTES TO THE USER THAT "THIS MAP IS FOR
INSURANCE PURPOSES ONLY".
9. DESCRIPTIONS AND EASEMENTS SHOWN HEREON WERE TAKEN FROM A CHICAGO TITLE
INSURANCE COMPANY, COMMITMENT FOR TITLE INSURANCE, COMMITMENT NUMBER 0007610,
EFFECTIVE DATE JUNE 27, 2000,
THE FOLLOWING ITEMS REFER TO SCHEDULE B, SECTION 2:
ITEMS 1 THROUGH 7 - NOT MATTERS OF SURVEY.
ITEM # 8 - EASEMENT TO CITY OF ST. PETERSBURG RECORDED IN O.R. BOOK 4131, PAGE
570, SHOWN HEREON.
ITEM # 9 - "AGREEMENT AS TO RECIPROCAL EASEMENT AND OPERATING AGREEMENT" AS
RECORDED IN O.R. BOOK 4083, PAGE 827. CAN NOT BE DRAWN.
"CONSTRUCTION, RECIPROCAL EASEMENT AND OPERATING AGREEMENT" AS
RECORDED IN O.R. BOOK 4100, PAGE 746 AND "FIRST AMENDMENT
CONSTRUCTION, RECIPROCAL EASEMENT AND OPERATING AGREEMENT" AS
RECORDED IN O.R. BOOK 4131, PAGE 1208 AND AMENDED IN O.R. BOOK
9514, PAGE 1800. CAN NOT BE DRAWN.
"MEMORANDUM OF CONSTRUCTION, RECIPROCAL EASEMENT AND OPERATING
AGREEMENT" AS RECORDED IN O.R. BOOK 4131, PAGE 1217, QUIT CLAIM DEED
AS RECORDED IN O.R. BOOK 6811, PAGE 431 AND "ASSIGNMENT AND
ASSUMPTION OF OPERATING AGREEMENT"~ AS RECORDED IN O.R. BOOK 6811,
PAGE 434 AND "AFFIDAVIT" AS RECORDED IN O.R. BOOK 8841, PAGE 975.
CAN NOT BE DRAWN.
ITEM #12 - NOT A MAHER OF SURVEY
ITEM #10 -
ITEM #11 -
ITEM #13 - "EASEMENT" TO FEDERATED DEPARTMENT STORES AS RECORDED IN O.R. BOOK
4411, PAGE 1204, RECIPROCAL EASEMENT AND OPERATION EASEMENT FOR USE,
REPLACEMENT, ALTERATION, REMOVAL, MAINTENANCE AND REPAIR OF EXISTING
SIGNS AND APPURTENANCES FOR DECORATIVE FURRING AROUND COLUMNS. CAN
NOT BE DRAWN.
10. THE DESCRIPTION SHOWN HEREON DESCRIBES THE SAME LAND AS THE DESCRIPTION INCLUDED
IN THE LAWYERS TITLE COMPANY TITLE REPORT REFERENCED IN NOTE #9, ABOVE.
11. THE PINELLAS COUNTY, FLORIDA TAX APPRAISER PARCEL NUMBER FOR THE PROPERTY SHOWN
HEREON IS 17/29/16/00000/310/0200.
CERTIFICATION
TO: NEW PLAN REALTY TRUST, INC. AND LAWYERS TITLE INSURANCE CORPORATION.
THE UNDERSIGNED CERTIFIES TO THE BEST OF HIS PROFESSIONAL KNOWLEDGE, INFORM A TION AND
BELIEF THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE (I) IN
ACCORDANCE WITH "MiNIMUM STANDARD DETAIL REQUIREMENTS FOR AL TA/ACSM LAND TITLE
SURVEYS," JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND ACSM IN 1992; (II) IN ACCORDANCE
WITH THE "SURVEY REQUIREMENTS FOR NEW PLAN EXCEL REALTY TRUST, INC. - DATED OCTOBER
15, 1998," INCLUDING ITEMS 1, 2, 3, 4, 6, 7(A), 7(B)(1), 8, 9, 10, 11, 14, 16, 17 AND
22 OF TABLE " A~ SPECIFICALLY DEFINED THEREIN, AND (III) PURSU AN T TO THE ACCURACY
STANDARDS (AS ADOPTED BY ALTA AND ACSM AND IN EFFECT ON THE DATE OF THIS
CERTIFICATION) OF AN URBAN SURVEY AND FURTHER MEETS THE TECHNICAL STANDARDS SET FORTH
BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17-6, FLORIDA
ADMINISmAllVE CODE, PURSUANT TO SECTION 472.027 FLORiDA STATUTES.
ADDITlONALL Y, THE UNDERSIGNED CERTIFIES THAT THE PREMISES SHOWN HEREON IS A TRUE AND
CORRECT PLAT OF THE PROPERTY DESCRIBED HEREON; THAT THE BUILDINGS THEREON ARE LOCATED
WITH RESPECT TO PROPERTY BOUNDARIES AS SHOWN; THAT THERE ARE NO ELECTRIC OR TELEPHONE
WIRES (EXCLUDING THOSE WHICH SERVE THE PREMISES ONLY) OR STRUCTURES OR SUPPORTS
THEREFOR ON OR OVER SAID PREMISES EXCEPT AS SHOWN; THAT ALL RIGHTS-OF-WAY, EASEMENTS
OR JOINT DRIVES OVER OR ACROSS SAID PREMISES VISIBLE ON THE SURFACE ARE SHOWN; THAT
THE PREMISES SURVEYED DO NOT ENCROACH ON THE ADJOINING PROPERTY AND THAT THE ADJOINING
PROPERTY DOES NOT ENCROACH ON THE PREMISES SURVEYED EXCEPT AS SHOWN, AND THAT THE
BUILDING HAS ADEQUATE RIGHTS AND ACCESS TO THEIR LOADING AND UNLOADING AREAS.
. , ~ ,
rJ.~ 0 . fl:s.
R GISTRA TION NO. 4053
THIN THE STATE OF FLORIDA
.J Ilt I+N \;), 'DI~ /11..
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f?l.tj~~ :J?~l{f
PROJECT:
TYPE OF SURVEY:
BOUNDARY
PREP ARED FOR:
NEW PLAN EXCEL REALTY TRUST, INC.
POLARIS ASSOCIA TES INC.
PROFESSIONAL SURVEYING
2915 S.R, 590 SUITE 17
CLEARWA TER, FLORIDA 33759
(727) 669-0522
DATE
08- 28- 00
JOB NO.
002-1463
SCALE:
1" = 50'
DRAWN BY:
JDF
CHECKED BY:
JOD
SHEET
1 OF 1
"
"
"
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D- II ROADWAY IN USE BY SKYHARBOR ~TATES,
". ~ >1 j~ NO EASEMENT FOR INGRESS/EGRES,NOTED IN
I .g - 5H1 ~ 5B~- ::12.6 32.7 TInE POLICY
t! 32.21 T 3 . ~ "
x 32,863'~--- (:, /'8 EASEMENT FOR WELL. WATERMAINS \..
32.19 l32.3~ I ~ AND PIPE S O,R, BOOK 4399 PAGE 1601.'
\io32. 79 _
32.16
~~74
-.-....-----
;)
~~^~
l ~ ------
~ --- '- ~ ~-----
~ -~
~---
-~ G U-L F
x 39,65 ~ ~ ~:F
8
---
~~~ ~-~-
/
----~ - -~ _ I'
B~L . ~(-S T A--T E -~o A~D _ 6 ~ osPhal;_
.;7",/OAST WEST ENTERLINE 17 ;;';6 $- "J( <y ~ ~ ~ ~ ~ ~ ~ ~~ x 3172 _ :: I .jJ'
~ ./.. ./ / S 00'21'26"W ~I/~
~ ~ / ~ approximate loc~. 0 ~~
- - - - ~- - ora" wa~-rlTl~ }.I~r--- ____ 00' ~
o RIM ELEV = 3331 -=- ..P.+ry OT clearwater Atlas ~ .;-
~ TOP OF BASIN.: 95 _ .AlT[J- FlEV, ~ TOP Cf SASIN -.J2.~ ~ ~:=;; _
- - - ~:P~F BASIN = 36'3~ - _ ~ RIM ELEV, = 34.49 - RIM ELEV = 3472 --ftew UNE E'L - 3315 RIOl FI FV. = .,.\4R ~ I F1 ow IINF_ . = . 4 L() ~ ~
RIM ELEV, - '95 FLOW UNE ElEV, = 35.56 ________ 0 W tNV, = 30,70 ~~~' \ W (T.Qe)..,.., ,-,2~~ c,\!SJl p,.24 /' I J~:~ ~1.' 1 ~111],7~~c: ..4 c
/'I!~ N-~~ ~ '\. 0 E tNV = 3069 drop c' 3, 3~ 11JJTTC__O~~~,v = 2603 \ ~;:~ ./' 32.16 .S~:~~ 31 3
s:l"(,A<::T !P()I\) ~INV:; 33'63 ____ . '\. 35.95 ' :..> ~
~ A' I i3 '-- A- - - ...... - ./'ul:n ~"...-;;o' ...... --w-= ~ ~ -...... ~ '-"'v.-.
- - - - ~ ,....-:.'.'. -~- e - - - - - - - - -- 8"CLAY ...-- 1."''Jl 1.26'. 3 ~ ... "L."~.,' -, ~.
---- ',,~ '~ "59X:~. .~ .r.,,':' ,(<"" ~h - ," ~~V-"" -e-;~~~~-h .'. liB> ',,:=: ~ '~~~~~\.~LP u'i ~g~~~E ~i1;f s~y j'l:' -:if'"
II 1:J V ~~~1 ~ 0 ~ ~ \1..lJ:' TS ~ de ce el ectric ~gg ~:~~ ,~ ~ . ~ ~"~ I LOT 2 ippp~ P.) ~ ;l:H 3 ~
GRATE ELEV = 38.73 i1 ~):( A 'X I \U 39" ~ ir ~ I :=:c: n, t~~b;l~rt~trs ~I . 14T,,, w.v. :\ t .~2'05 I' :: ~:~
S INV. = 35.09 42"18" II V / 0 II s'lg"l )....-- - P 0 B .... ..,:;, - l.F ".>0 c )v r7
x 38,96 @ jJ ~ :dI ~, V ~' , . C Ill:;( '6 g 35,58 .... ~ ? H' ('\ ,.,
u.. /' ~~1 53 p BURDI S I I'" i 0..... 34,8+ 1.-5~ '-~paitge6t 35.76 /r~i([oY // \ ~'~'~ad (!) 32,20 oS'/g" 31, 1 ~I x "~,r.
P~ 7' ~~ .~ 0. EASEM N P,.9'U._~20 3571 //: 7,/ ~/ ' 11.53 ,9"
10" 5" x 38,57 1 "lI: 12 10' FLORIDA POWE R E AS E ME NT ....0 (I) .5:! 3: <.0 . 3571 1 storx Ipe ( 5" " 2. 'L..~L.
It'" ~>>5" ..J O,R, BOOK 4542 P'\.GE 2112 x 38.97 ..... / ) 12" I ] ~ .... g \ 'I 22 g i \ aSPh~~~ ..0 ~/// ~ ,) ~m
LP. , L 39,08 AND O,R, BOOK 454~AGE 2048 --I--L ........!'- 2 2 (I) 8"8'~ 10''11' c:.... ~ .g ~ ~ ~. ~~ 9 ~fCr:~ "'--" I 1 ..
V J >2" ".~C V; ___'" .... t+.. I l~ e; "i1 ~ ~ $ t > f~;" 1 ;p9~;,rt ~,,}i 'r:%(/z ,>lJ i2. \: rT" I\~
~~ 'f~~~l t"\ l' :;.
/ i--- I : ~ .~.3: 0 \)<1 "-- 35,3+1 I I?: ~.~16:'cast 3:':n~ ~~t ;<;,"" EU . 35~ . ~. . ".. : ~IQ ~R )I"s' ma,wy wall
1412" - / n, ...J 5. <.0 ~ ~ Iro3n 5 35 24n\5 23 :u I/N I r,t9 44 ap'pr~xlmate Ipcatlon@; l ~ ..........IH9 21
Q.. , - 0...... .- 5.99 6.1 _ ,7,:;i: .. WI Y - 2947 of 6 water ,IJ~~,er i" G"'--' c;o;.; p -cont.,
~ / / 1-...... ~ ~ 0 0 U ill . 5.99 (""'40.12 = / ~ 24 K-" , ." 20" ^ ~.\) 1 . ' r r I
-- ~"~'I ~ 0 ::J .. .00 40.05"-.. :\R29/ 35951 conc vault ...:J/ C!> C(iI of Clearwater Atlas ... ~ ...""" f~ 3~~ /
/ ~y ............ f- -1,\5.4 1M 4M8 . ~ 135.93 w/grate ~ 10' p, ........ 'f ~ 32.1 "-
-- :~, s 0 / -- 2~ 5't 86 .0 \ ~ ~?.':; ---rs-\w.~ --wL" ,,\, ~ SITE BE~CHMARK
3B.aL-.. m~ R ~,.. 6' ~hain link "'@ (!) \c' w.v. ..;::::> " - -II'- -@. ,..- - - -,- --, -b: ~2'~3~ - NAIL IN.f?LE
('..I iEl A~ 21" E INV. = 31.04
~ '~. I: ~ I J' ,{~.. ~ J" I @@!' <- ~ c: "EU' .~~:\ sea . eane-=.--., 29 ; ~ ~ 't,::; . : ~
. _ ~ I / / ~ ,~ ]'! 4' > "M '\ J 35..' p~:::'::; -/. fi,eUne _ .G -...----- I ~: ~ [L C',
" VA%' <l@ _ g{,~~~~ -, I ~ 8 x 1~2J @ '.0 "'rice lio: ~ I ~~ 'j-
/////A m ~!!J",. x 37.9=tackfllJ, ~ I 0 '" ~ x 35.59 '" x 34.OJ ba~~;,\ba,,~.W ;,.( :~. Slab;;j' .y'i'li 'I
, "'R.CJ ~ ~~-'i~~: """ !'~~~':) J~f i ~ I ,. ~oo "59 ~ll97 '. j/ ~ W ~' ~"oon oct ~ -: <IV ~ti;o:'~ 1 ~'~ S'~
-g \ '\.:.J 17.~ If) ~, "34042 ~ 81\ W ~0 \ 33.6 " ~*,2 +. H~ -- r-...
~ \GRATE ELEV, ~ I 4000 (D) -1,\5,6 I 5.14 halt sa!;:; ~\fe s;:: B9 * ole ~ 3r..~ ~32.~ lB6 I C' ~ (~/;') L..l_
3873 x c: W ?NV. = 3447 I 28" \ 4.42 (5 #020:'-~ 1" 3264 "W :92;t
. 8 @ 34,38 GRATtELEV=3347;" \ ',"0('1 _\ . 2. I L <( "";-
x 37'73~ ~:~\1.6"1\ x 4,~ 33,93 404 1.~1),....? \ ~S00('i 33.~\J3.'~ ....-:~2,54- ~ I' - ('(" (' I
F.H. 33 InJ 3,92 - fII ~ 2 I C) - U \.. "
I K " i 15"16' . 4'l"1 335 A-.....~ .po 'J,t"3 ".. . I~D 31.96 194 _...J ILI_
>~J 12' j... ---- -- ~~?2..() ~ f\ '; ~oOf @ 9" 5U~~ H~ '/
I > l C!> XI ____ j... ----~" ~'\1~ ?~.\ ~l stg~1'i 't. '. ~5~ ATMeI" 7 $Y' (\;~;~ ~ !~2. 0 C) C)
J j...@N#024 fIIos ~ . \~~ :/ / ~ - 'i,w, .-J230 C)
-\ )1 I FIP1" ;j1 ~ j... ____ 'f----@".13"9"14"\'t.. ,\~~~\~~t~?~ ~/ ____ k~:,~~ ~~2.260 :0 ~ CD CD
;t oJ@ \,. ?~,? :.l~' 8" ( ~__.. 33. 3 L/';.~"~ 'C=- J.Q 31.82 -_ )
37.85 / l' @ ~1344.1~"" \ --- 33,35 32.95 2 ~ "!:. ~I': ~
- u...... - I R 20"22" 3~~34,08 \14.10 7" 4"~.. 3.3 33.09 32.02 W8. \.T ~ .:' 'T:! :; U) ~_
w.v.* / ~ .47 -1,\4,3 18" .. 6" \ '-oT,P' ,60
36' rr-+--- /A 38" 23'~1"15" (!) LP,s'::~O\\( 3~~\4 33\.00 3 09 ~ 32.00 31.91 31.60 1.51 31,45 jH 3~m l~JI/_J : ~
\ .",:~ ~~1r" / } / ~~;",;'" @ "@ i~, .~ cane \ / ~ ~li ~ ';'~'Il lt~~~ < C D_
\. " rl ~7~~/~'i '/ x ".12 ~.. ~ o!> la,p"a" x "" \~':~,:~>~ ,-", "" /4l: l:~g
" I r 37,90 I~ / 33.24 \ ~
- I x 33.72 3.2733,25 x 33,27 \ ~'~1.4~ /1:~r ,,~~V
x 38.44 /~ ~II /j"1 ~o' POW R AND TELEPHONE EASEMENT TS.... 33. 33.38 ) 3" ." ...3Q.84 '~H~ ~1.98 iH~ ~~.
'-' t /, 11 O,R, BOOK 4088 PAGE 1982 3141 ~ SOUTHE~~$1; 31.8~ 31.22@
}L/ / ~ E FFI33~TS ALL OF P ARCE L 5@4"19"33.29(\T./ ~ ~2" 28" CORN E R OF ~~~? ' P ~ TOP OF BASIN = 3171
/1 w ~ ~. 12" ./ x 32.70 ' I LOT 1".. ~'" '\FlOW UNE ELEY = 30.88
// 'Ln !J (!) L_YI I 31,15x'~ P SWINV. = 23.67
I I ( .~ 20' · ^ D c.- c::: I I'~. 30" (\ c.- /~ ^ C' 1 <'" I t\ I C' D r- D I ^ FLOW LINE ELEV. = 29.67 F 22 IS' 32.26 NE INV. = 2165
P N 22"C!) II 1\ L_,--" U t....@VI/L..../,0r\II'oJ01\L-,L_/-' I ~EII~~.~: ~~~1 ~' ~31.89 317
'I, o@ 24" r-)I ^ T '--(\(\1/ ~'-t D ^ (.....c.- ,-11 ') S V. = 2442 ..~ ~ 32,07 51 ~
/~I 0 331'@:- L..III dvv1'\ <- I I n\?L_ rL- '\ 9,5X~ 0 1.82
I z~. ,,' x .. (fj.. I c%.~~~ 0~~o~\ ,-0\ ~?~~: . ~. ~ ~6'~
1 ~ 5 J ,,. @ y n , ". cf;x ".12 , x"" SOU @,... ba"n;o =>. ~"", S P.O.B,
3M+ ~I @ ~
/ P,O.B,
/ PARCEL q. ~ N 89046'14"E 386,64 (D)T.i: solar ~ ':S' 0 ~ I.~~ s stop
/ <1 N 89'47'34"E 386,80 (F) 1 3.69 battery :'1 ~ (f) 32.4232.50 3,9E "" ter
Id" I~ x J~ ~F1. ::~' ':95 ~ I 1 - i ..-W I ~ J '" ~ jJ'~ .~~ ~D:~ ,,' !i~J;;.0 '~11~'3
j'~ t..J ' '\~ V btJ<ai! 0 ~, L8# 11 ~ @17"16 ~
~\ ~ '-'~f p A ~~ C E 4 V S r}3'~\';;Q"il. /. es OjH 5H1 31.9 32.06 U., \
x 32.77 x 31,93 ~'S'1
~ '" N I' '1,0''1,\ ",?- :;> = 2613 MANHOLE 32. .... 195
\\ N 0' 0 \7;'0. ~I.. S INV ; 2662 NOT FOUND x 31.57 1.98 .~n T"
. 0 .---- 6" SW INV = 26 72 '" 'T
o '" O,W () ............... V Tl' ~ I UNDER ASP~ a.: +31. +32.03
tl~~" g~Q~~l" "~~1S~Vlrriim II In"""f"\.I\~ i' ~:, - -ll-rr rr ~]I ITrrI115~~. ~" ~;;~
'~~~ ~ ~ 4' 6-/.~ ~ ~ III!I '~X32.20 ,. ~~
~o" V X - il:: 6- I U U I II IUI 'I 32.27rl1.~2)
.,. If P " / / ~ j ,\1.68 ,'. 1.7 ROPE FENCE
W/4" WOOD
2.33;:;j 2 6 POSTS
I P 4 a ~ a I t ~ 3f~ +' n 32.12 3 1
x 38.89 81 '~L x 3491 ~ ~ x 32.82 x 31,96 i,..J r2.17
t -rei.
,H.
4 t'6'
II 1\8 I I I" I I I I\. I V ~ In' 31.90 l'+ 31.93 32.2i ~,9
~ 1.2 ~ x ".",1 X ,...,' x 35.55 I x 34.~4" 1. v\ I I I x ".69 x "" I ~ ~ r" \
I ~PK I 1- ;:>6';. PAR C E +- I V \ ~ ~ 32.41 " \.
rw J...- ~ 26 I I I I I I """ J: i\.' 1 -.;f- 8' 1 ~ '0:' "
~f ~r.~ .L 1:. ~"~, ~ ~ '~ ~ -k/ " ~ ",l" ,:; I) ~ JtJ! P:~ Jt2. ~"g \
I ; ~ c~ \ 1 !/ , ' J) V /v/ r I v = 2701:i1 m ~..-, ~CX) "
\ :l \ ~ ~ I I I ~. ,< -0' ;."
1 ' W ,~, \ " -, '0 ~ '0 ~ 8 2 ~ ~ \
I x k." ~.. x ".,~ x 36" x 35.67 x 34.56 x "OJ x 32.68 \ Z J7." ' J7.B> W W \
\ SP~\ \ ~ --------.. 32.0\ f;:J 32.15 3l 1 32.4 ~2.0 ~ ~ "
\" ~\ I~ ,~, I 1\ . ", 5' ":L",i ~~C-- I I A ~ '2' ~ ~
\\ 1f;oc~o.. \ \\ - \ ,. .- .. I\. I '; \ x 31.89 (J)
~ I '\ V n7 ~ 32.80
\ \ /J I_'\. ~ / 3 3 ~ 32.3732.5
, - - ~ +
x 38.52\ S~60 37.42 \X36.4 x 35,67 ~ x 32.94 f::l 32,3
\ "I x 34,53 ~ x 33.49
" x 32. 7
, 1\
, A \
\ ,~
~
'1
x 37.4 ,i x 36,59
'0
SP~ '.61 \ ~
if Y II
x 3;/;,5 20~qbl 3000
R 0 I .~~I s /
!/j IN I(D 1
.. I Z.r. II,
r ,,1' I '
}j sr.J / /'
..
------
l_
~ "-~~.
~ x 35.89
~--
,7~ --~ ~ ~~/
vv ~~
--=----
-
~ :38-
~M'
@
-------
..-
/
)
,
---
-------
.-
.-
TS
-.-
.-
---- ::.
../
----. -
------
~
..
---'
r
./
--
"---
~
=
---_ T- 0 - B Y--.
asp h a I t ~~
..>:"",,, "" ~37~~ ~ ~~~ ~~
)
\1
~9,90 S
x 40,27 N89'46'01 "E
7.87 (D) ~
/111' LJ
NORTHWEST CORNER I~
OF THE N~~RTH ...~ '/ ~
OF THE SO WEST 1/4 ~I
OF 17-29 16 b.e:.:'
~M tl V - j~O~ \:8<0 .<;/
-p:--------I;-.~- -- k::: n --
TSB I~~ '" x 4 . ~/ ~ TSB .}P.
,- 19" 15" ~~ 1I1I j II I II ."
~ ~ \ ~I hl 17"~ )~14" ~18"
S n SOUTH R/W I rrU.TM. N,89'40'01"E. 415.00'~"'-
X41,62 LINE I
' asphalt I I xasph It
I f I x 39,88 13" 39,61 13" (
I 'f'.. if'.: ~
solar! I (
batter) I 1- \
~"~" I / I) ) __ \
41,52 I I 1-1/ "" x 39,62
x I I \
I I / -
I I / \ -' -;Lp,
I I - 40,24 \ \.
~I /. ! ] x cl- "--\ ,
/ x 39,9", i ---..l
I I e \
41x14 I I 1/ {;; \~ --
I Illx40.92 / -..g \ ---- '\--
o - '-39:54-- ( )
(/) x40,25 _ RATE. ~LEV '0391(' \ ---J-
40.76 I --....; i~v = 3358 ' . /
x / I 1-10, GTE TE LE CDMMUNICA TlONc iNV. = 3373 cr::: \ ~
.-J I I / / ASEMENT O,R, BOO~ 4O~2~75, F~~ 41 6 <( \~
.- UW ~ J/ I / ~I.a IF x ~.21 , ." (, · (L ".48"
I r- -J x~ 0' FLORIDA POWE R CORPORA TlON / "14
I /EASEMENT O,R. BOOK 4453. p~ 400 x 39.94 asp h a I t
cr::: / / / / x40.81
<( :/ I /
Of 10/
- 40,21 I /
I I I
I I 1/ L~j
GRATE ELEV :; 40.00, ~ x 40.37
-- "'" E I'Ni : 52ft / / I 24"RCP
I I / back flaw
Iwa t ert; i .r-9I1'l - p'reven cIOn
-'--, In III ~v ~r!tinkl.er ell.f/ x 4( ilN-'dev;ce
--r ~w. - -'---w---
-- ~W.'1. ~ I I x 0,30 T1
7' ,,8" ~ \ \ 't ~\ \ \j~) / / ! U
_ _ ~_'_~I I / x 40.37 T,S
-v , 17-l
I / 1/
o . {i~/ /l rs~ e>~
/ / I:l. I I sign \ r-.. 6" 6'
% ~'~~_L / (41 8 ~ .~
:% +lJ-+ /: - ~;l' ~ g - x "06 \
:~ II / / J ~ .,""00,.,....-/ ~~,:" \ x 38.67 __ __
~ I I ~ I I I x--~ 0 ~~' ) x 38.96
/ . / / A5'f!.>.~; : LP. '" ____ "'~ ---- ~ ~
~' / "" I I / ~~ NV =/3581 I -- i.' T,S ~-'\. x 3..0... 1" .. " 9" "11" '" '\, "" '\. '_'1
!CP '0'.. 6.d I ~ I 3Q"R C P (( ~,;: fA]I ~ V '.r? JJ (( 0 , q, )}
/ ......... :~t4 y 1/ ~ /1 TS. ~ I (TS. 8 10 ~----- 8 8 6' _
:~\\ ",y\ GRATEELEV. = 39.02 Ii.:... f END NOT
// II It i.)..~../" y II ~~J~:V:;~HZ9 /~ / FOUND x 39.28 s P t GRATE ELEV = 38.67
I I U('lrr. EiNV.=34.65 / LpOSSiblE ~INY,=28.85
/ / G V. SW INV, = 3332
;; / ~~, 1~~1~/ l- - - -<>rs V ~67 - - ... - - - ~li'" 9' ", ~.JStr D ~ ~f I I"l ~.. ~..). - X "X/ I cx-/~ -: ".OJ E '" . '"~
/ I (~I~e II I ,,~~~. g{r~~sse ~ v~~, ~ ~ L kv v ~ ~ / f/ 16" ~~~ .)
~ "., Y f t'i x 41',~ I [i N ""' >D ,~ \, ~ '/ / / ~ I; ,9
// . I II :x 41 ti9 / ~At~E/:EV:i7;8412 ~ /' '7''/J./~ 1
/ I If 0' '. SW INV = 37.67 V'<V / /// /.
/ I I / I fi eli ~ fl" vP1~./. I I
/ ireliAe / if Wive ~ I J6rVI~J . 0 / ''T' x 9,91
42}.' . varefireliilk I II. J. I/'/ /: \
:Is. T r ookj,i~ t JJ~Qc _ _ -.J / / / L// ~
tranps~~rmer~ 2.12 x 41h / I ~ x 41.53 ~:;o " fvel:, e /' j2~ ','
~ 9m~ta~~~F.H.+ @~ . ~~
/ '/I....I~ ""n" ",:S p~ ~ ~
j~~/~ ..oE~:
%r .@ ~j8! I
/ ~
~ /~ J:.f I
/ ~ Z Z ~l~' .63 I
/ y~~ f
/ / / 13~ I
/ /'7, ~112
/ ~i~ ~ t
?;~
- .,)( ''''' I I
~~ ~~I 'l~
;/ D g" i "a) "09
/~ 8 ~ I I x
~n ,> , ". ~''''Ck ~ I) ".,,~.~w
MANHOLE, I \:~,~ x 39.8 x 39 ~~ _ -1.. - x 3~9.32 _ _ ~ ~24J~ f9~~O 1\ '_' _ x 42,66 ,. - - ~ Ir--'- x 38.,19 /
. NOT FOUND N 88'56'56'~ 174.0_ - - .~ - _u~ Jj'5:.__j) ~
WNDER A~P~ _ ~....... \ 1 ()' TC -E-l\. ~IT -( ~ _ -
\ 0 ,..-G- -
J/s Ig~JV II I~ I l(T.S. Jr.S: '88 ~ s ~ - approxima e location
............. ~ ~ 7 ~ 88.56'~6"E 174.00 ~j:;~---~ x.>>,w..-S$~ \J,)~, x 39.34 of 12" wa er line per x 38.59
~ ~'_~I ,^~,92 0" x 39,32 _ VO'c- ~/~ City of CI arwater Atlas
~ATE :LEV~ = 40.36 I .. p" 1 0 FL~IDA POWE R CORPORA TlO iu'; 1 S 88.56'56"E 194.61_(D-) - vJ'.. ~ ~ ...
~ ~~' ~W- > -, ~~~t;" ~/ - ~;:--~,~~. h ~r~,~C'~j~?~
>> --------
\.\.
'\..'t",~l \...\
I
""EU"~
~ ~8; TOP OF BASIN = 39.23
415
\ \. .>>
/
'~alt
TS ..
15"
I I
11~U' it
Ilt8I
~
-. [~' JJ,
t ~c--=
l".~ 41.03
r< X41.19 . ~
L I · t94 -~- i ::-
~,
.:...'
.r-
- -( A-
- --f-
x 38,84--
-II ~
~
~v,~
-II
I I
l J
(1
)
I I
--.--
x 39,5
x 40,82
_jW
Z
-
- r..J
> r--.I
-U
J-
_4:
-~
7"
--
n
~ ---1--- !,-'~~
, x 38.59
. L: 89.46j1"W:'" ,~: $)
-S ~'42'27"W 371.-,0 (F) \
/ _...----iI'_
~. ~~ ~~
30"R.C,P I ____ x 38,7':t .-.--
....-- I
I
, x 40.67
40,24
---
121'~' I
^ .;)':t.__
-./Ir-~
L GRATE ELEV - 39.^
/~ II~~ -;; ~H~
/ E INV. = 35.81
/
I~~ '-
~ x 39.54
, -- City f Clearwater Atlas
40,21 ---oT'a water line per
--O~U imate location
x 38.22
~~4"R.C
,39,84
~..-
\GRATE EJEv = 38,28
:;tINV.= 33'09V
E INV = 32.42
,~ ~~
- ,--
x 38.61
~
/
x 38,60
x 38,60
--- ---
D-:
o
C::
~
r..-,
x 38.99
,AI/'
10" s'
{( "l'J ""
))x 38.91
TS
POST~
_ r.s.
POST
/
"":-
V
I ~ 6-
./ TS
\
,
"4"
~ I
I
LP,
5"
~
KJJJ~ "
T I -
1\
m
~
~~
~ I ~~
\
\
\
1 33.6'
"'"
...-<:'
x 35,31
x 34,82
ell,y lDF STl\CET RSB IR( ~ AT....R LI E -'1
EASEMENT (,R, BOOK 4131 PAGE ~70
x 35.71
U 32.71
+32.11
32,59~:. 9
32.72 CD
loto32.22
IV 32.76 32. 76 ('\-
fN ~ ;,.. ~ I ,\,23~. 32.33 U.
011\;'" ~ I \ I.... <
,?, ~ l?'" 1.7 32.7::J 32.91 /'
~'~~~"'Q n.., 32.2 ~ 2.450 132,68
t>'Q 11' 0 LlL. 1:.'\ 3 8
~ ~ -'
x 32.74 -t. ).,,/();" ! 4~ l'C 13"
~~~~~1.i1'~ \~~
.~ ~~N ~~ ~'
~ GfATE E~ 31~ ~5 '" 24
E AS E ME NT FOR\ WE LL W ATE RMAINS N INV -1'961 245 ~ Sin
18 AND PIPES O,R, BOOK 4399 PAGE 1601
x 33.47
V I /
/ ~
~ WALL EASEMENT / ~
O. BOOK 4174 PAGE 1956/r~M; R ~./- ,~~~ ~,
/ P.l // .~~..~
/ ~L;P: '? ~:P .qr.
~ / ~ '00 ~($~<O
M HOLE / ~ '00 <?
NO FOUND ~ ./-
UNO ASPH ~~
x:.~ ~~~~ "
32.93
P
A
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FIL.ES
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a Jr
CHECKED
dhr
PREPARED
PROJECT:
FOR:
12-17-01 ADDED BANK SITE
DATE
APP'D
POLARIS ASSOCIA TES
PROFESSIONAL SURVEYING
2915 S.R. 590 SUITE 17
CLEARWA TER, FLORIDA 33759
(727) 669-0522
CLE ARW A TE R
MALL
BOUNDARY, TOPOGRAPHIC,
DESIGN SURVEY
SCALE:
09/15/99
1" - 40'
SHEET
2
-1~
INC.
WIL TON
PARTNERS
IN\ 146-3\ 1463NE pg2.DWG
1463WE S T.CRD
1
REV
BY
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FILLE 0 WITH
DIRT AND
,ATER
C
E
L
MA TCH
T Y P E
1. BOUNDARY LINE S
COMMENTS
WERE ESTABLISHED BASED UPON A FIELD SURVEY FROM
RECOVERED COUNTY AND PRIVATE SURVEY MONUMENTS WHOSE
CHARACTER AND SOURCE ARE SO NOTED ON THE SURVEY.
TAKEN FROM THE FURNISHED llTLE POLICY.
PLOTTABLE EASEMENTS ARE SHOWN FROM AN OWNER SUPPLIED
TiTlE POLICY. NON-PLOTTABLE EASEMENTS ARE NOTED ON THE
SURVEY AS HAVING "EFFECT OF". BECAUSE OUR SERVICE IS
LIMITED TO REPORTING ON EASEMENT LOCATIONS, WE STRONGLY
RECOMMEND LEGAL COUNCIL BE RETAINED TO REPORT ON TITLE
PAPERS IN THEIR ENTIRETY.
2. LE GAL DE SCRIPTION
3. E AS E ME NT RIGHTS
4. llTLE RE PORT
FIRST AME RICAN TiTlE INSURANCE COMPANY, COMMITME NT NO:
FA-C-942, AGENTS FILE NUMBER: FL97-733 (4TH REVISION)
EFFECTIVE DATE: NOVEMBER 3, 1997 @ 05:00 P.M" ISSUED
BY FIRST AMERICAN TITLE INSURANCE COMPANY, 25400 U.S.
HIGHW A Y 19 NORTH, SUITE 212, CLE ARW ATE R, FLORIDA,
34623, (813)797-4166, ATTN: KENNETH C. ROSSBURG.
INDICATES TITLE POLICY SCHEDULE B, SECTION II EXCEPTION
NUMBE R.
@}
5, BASIS OF FIE LD
BE ARINGS
FIELD BEARINGS SHOWN ARE BASED ON THE WEST LINE OF
SECTION 17, TOWNSHIP 29S., RANGE 16E" BEING
N. 01'03'04" E.
6. ARE AS
PARCEL I
PARCEL III
PARCEL IV
PARCEL V
PARCEL VI
56.2688 AC.
1.1792 AC.
1,8686 AC.
0.1568 AC.
1.4147 AC.
40
I
TOTAL FEE SIMPLE (NET)
BURDINES SITE EASEMENT
BANK SITE EASEMENT
60.8881 AC.
10.3899 AC.
1.2120 AC.
MALL SITE (GROSS)
72.4900 AC.
7. FLOOD HAZARD
THE SITE APPE ARS TO BE IN FLOOD ZONE X (ARE AS
DETERMINED TO BE OUTSIDE 500-YEAR FLOOD PLAIN),
ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY,
FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER
125096-0017-0, DATED 8-19-91.
THE PARKING COUNT iNCLUDES THE SPACES ON ALL OF THE
PARCELS SHOWN HEREON. PLEASE NOTE THAT LARGE PORTIONS
OF THE PARKING LOT IN THE SOUTHEAST QUADRANT OF THE
MALL SITE HAS BEEN RE-SEALED WITH A BLACK SEALANT. THE
PARKING STRIPES HAVE NOT BEEN RE-STRIPED BUT ARE
SOMEWHAT VISIBLE THROUGH THE SEALANT. THE STRIPPING IN
GE NE RAL is IN POOR CONDITION.
8. PARKING
STANDARD SPACE S
HANDICAP SPACES
TOTAL
3962
55
4027
"AGREEMENT AS TO RECIPROCAL EASEMENT AND OPERATING
AGREEMENT" AS RECORDED IN O.R. BOOK 4083, PAGE 827. AS
TO PARCELS I, III & IV.
"CONSTRUCllON, RECIPROCAL EASEMENT AND OPERATING
AGREEMENT" AS RECORDED IN O.R. BOOK 4100, PAGE 746 AND
"FIRST AMENDMENT CONSTRUCTION, RECIPROCAL EASEMENT AND
OPERATING AGREEMENT" AS RECORDED IN O.R. BOOK 4131,
PAGE 1208. AS TO PARCELS I AND BANK SITE EASEMENT.
"ME MORANDUM OF CONS TRUCTION, RE CIPROCAL E AS E ME NT AND
OPERATING AGREEMENT" AS RECORDED IN O.R. BOOK 4131,
PAGE 1217, QUIT CLAIM DEED AS RECORDED IN O.R. BOOK
6811, PAGE 431 AND "ASSIGNMENT AND ASSUMPTION OF
OPERATING AGREEMENT"" AS RECORDED IN O.R. BOOK 6811,
PAGE 434 AND "AFFIDAVIT" AS RECORDED IN O.R. BOOK 8841,
PAGE 975. AS TO PARCE LS I, III, IV AND BURDINE S SITE
EASEMENT.
"EASEMENT" TO FEDERATED DEPARTMENT STORES AS RECORDED
IN O.R. BOOK 4411, PAGE 1204, RECIPROCAL EASEMENT AND
OPERATION EASEMENT FOR USE, REPLACEMENT, ALTERATION,
REMOVAL, MAINTENANCE AND REPAIR OF EXISTING SIGNS AND
APPURTE NANCE S FOR DE CORA TIVE FURRING AROUND COLUMNS, AS
TO PARCEL 1 AND BURDINES SITE EASEMENT.
"EASEMENT AGREEMENT" AS RECORDED IN O.R. BOOK 7172,
PAGE 1500. THIS IS A BLANKET EASEMENT TO THE CITY OF
CLEARWATER FOR WATER AND GAS MAINS. 10' EASEMENT (5'
EACH SIDE) EXISTING WATER AND GAS MAINS UP TO AND
INCLUDING HYDRANTS AND ME TE RS, EXCLUDING ANY PORTION
LYING BENEATH ANY BUILDINGS. AS TO PARCELS I, III, IV
& V.
15. SURVEY NOT VALID UNLESS EMBOSSED WITH THE SURVEYOR'S SEAL.
9, E FFE CT OF
@>-
10. EFFECT OF
@}
11, E FFE CT OF
~
12. EFFECT OF
@-
13. EFFECT OF
~
16, EXCEPT AS SHOWN, NO EXCAVATION WAS PERFORMED TO VERIFY THE LOCAllON OR
EXISTENCE OF ANY UNDERGROUND ENCROACHMENTS,IMPROVEMENTS, STRUCTURES, OR
FOUNDATIONS.
17, RE-USE OF THIS SURVEY FOR PURPOSES OTHER THAN WHICH IT WAS INTENDED,
WITHOUT WRITTEN VERIFICATION, WILL BE AT THE RE-USERS SOLE RISK AND
WITHOUT LIABILITY TO T1-1E SURVEYOR. NOT1-1ING HEREIN SHALL BE CONSTRUED TO
GIVE ANY RiGHTS OR BENEFITS TO ANYONE OTHER THAN T1-10SE CERTiFIED TO.
18. ALL FOUND POINTS ARE UNMARKE 0 UNLE S S OTHE RWIS E NOTE D.
19. THIS SURVEY IS NOT INTENDED TO SHOW THE LOCATION OR EXISTENCE OF ANY
ENVIRONMENTALLY HAZARDOUS OR JURISDICTIONAL AREAS,
20, EXISTING SITE IMPROVEMENTS SHOWN HEREON WERE PRODUCED UTILIZING
PHOTOGRAMETRIC METHODS AND THE ACCURACY OF SUCH IS IN ADHERENCE TO
ACCEPTED MAP ACCURACY STANDARDS FOR REMOTE SENSING.
21, ELEVATIONS SHOWN HEREON ARE BASED ON PINELLAS COUNTY BENCH MARK #404
ELEVATION = 54.634 (CAMPUS D) AND BENCH MARK #402 ELEVATION = 71.638 (CAMPUS E)
AND ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D.) OF 1929. CONTOURS
AND SPOT ELEVATIONS WERE TAKEN FROM AERIAL PHOTOGRAMMETRY AS SUPPLIED BY
P.T.I. PHOTOGRAMMETRIC TECHNOLOGIES INC" DATED SEPTEMBER 23, 1999 AND
SUPPLE ME NTE 0 BY GROUND VE RIFICA TION.
TB
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SURVEY:
DATE:
TREE
&
-.
PROJECT
NUMBER
OF 4
001-1463
f!::l?j4667 ".W4774 ~~=tse" x~~~ X:~ ~ C X50~}J ~J~ G~I I r..l~~~ _ ; -' '~ ~c ~""T
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t::t--- I ..?:: . ,. FLOW LINE ~ 4~.64 LB#6113 @ 9../ I \. ~ ~ @ 28" 20" d . & paa ,\ X 45,87 AND O,R. 351 G. 423 X 44,12
I'" V/" ~'" ~ \. 46.150 o"c::, {'\~~ ~ If I---- = ~___~_ @ 13/ 47.85 .9,.,- 4"4" \ \ }:1: ~ ~46.7
I I RIM ELEV~~.4. ...... // ~ V ~'GL ',,' ~ 8~5119 ~ ~ ~ --..: utility _I <i1 / \ lSi9n '/ a s a I t
~ \~NIUV.= 4 T.S. r /; //;'''J;!Bi/'' ,~. C!) ~ / '" ---~ lJ4. 8 vault "'-/ I g" 1," II" 1~" 4.3.38
l\ \1 -r V/ Ii/f'{;~, ~~,{~ 2" ~.A~ ~----------- 1 3 =1 / -- _V- ~- ~"lJ \t <.:n V///hV////2 [o;:'! ~ " (/////'/////2
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x 71.82 \~ I ~. '" (1.').."' 22" - X 44,73 X 45,39. -~ - ~ solar I I../'" ~ ./ --
'"' -!I ~ X 45.81 I~ batte tv ~ ./
I @ ~~ oj" .1 45f~ electriL-PflllBl~ "-w ,. >~ 'M:"kler well 14 ~ t: / X 43,38
'\ x 44.47 ~ gU" "0 1'- 1..- 1 4' ,-~ ;. -l'--h.5/V" . """7 ---- ~
~V ') lJ - /.--V x 42.74--C-42r70-
-... (..... I ",
~ X 43.50
I I I I @ @@ 15" 1 0' GTE~3~ LE COMMUNICA TION~3,50 I __ 10' FLORIDA ~ CORPORATION ~ /. ~ '- 8"6 4Jrl~ /
L 1C 2 6 LJ I ... --- 16"~ @@ ~ asp h a I t X 43.80 III EASEMENT 0 R BO)~53jX PAGE 400~;J \ /
I "'i-'--1'f11.1" 8'" ~ FP1" \ \ 19"" / EASEMENT O.R, BOOK 9875, P~~~se41 \~~!ll '\GRATtELEV=43.71 ~3.9'i" 4.56 @ X 44.73
23.05 :i) 7~ I I ~ '" '''ps I' '" s "',' ",," / I
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44,5 X 3.80 X 43.59 ,:.99-
43.56 X 42.41
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I I I / / /' /~K. J ~ Y 6" L 42.60 /' X 41.7S--- -4+.'7&-
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~ x ,,~ "'~ ~'''l~ ~ 'f; I -. /\ _~ rASrm '~~7~ ",R. BOOK ...._.? PAGE 499,;,4
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'1 ./ .~ '~~ ~ -<l..
X 42.91 X 4. ~ \:~
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\ X 4 2
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\ GRA Tt ELEV 4237
0.. N INV. = 39.43
u 5 INV. = 38.27 r.; X 42.89
X +5. 5 X 43.12 X 42.49
~....v I C!// -FRIMELE'/=~~ G-c.... - ~ ~ ro~ )
, f'... X 41.17 X 42.04 V / X 42.45 N INY." 3864 .OJ} <0 f"-T-DO V / Is ...........
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:-.':7 '\\.. ~~. _f1lUlI!l r/ / _ -"'- _ _ E~ 38~ ~u ~,,----;:;..0 ~~.d ~'CLAY -;:: /./ ------:L_I ~ // N INV 38.1 ~ T,S. ~S, @
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" ~I " I t39./ / ~ "~ 1 ;~SEMENT ),R,....~OOK 4453, PAGE 400~ !J: X 42.57
~ I X 40.62 . X 2.04 asp h a I t
~ I " X 42.89
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I ~ I ~w / ash a I t
l~" ~ I j5 -+- 10' FLORI POWE R CORPORA no~ ~
\ Cl..::' r- 0 k' V f ~ ~s. JEASEMENT~, BOOK 4453, PAGE 40~-"'-.._
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-~ SECTION 17 I I .c
~ TOWNSHIP 2 SOUTH 17229 Cl.
~ANG~ L1.1B. ~ S T \ X . i (I)
x 48.90 I' 1 '47.85 I" 1-\-, 0
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7
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x 41.67
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N IN . : ff 88
5 IN . - 6.88
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I
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5"4'
X 41,82
asphalt
X 42,29
X 36.14
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I
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--
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~ RIM ELEV = 4161 0 7"10"
Nm=~.~ ~ @
W INV. = 3652 '0
>> rJ;7 /~r X .
~CLY ~.) ,
, @
X 40.67~, 0 '6"
"" i" X 40.9" vV
~ ~~'6"
GRlITE ELFV. = 40.56
6"5' ~ INV. - 35.98 \
~ LP. I / E~J~V = =3~5 ,
S;9~ " ~.~4 'A~DA POWER C R OR'A,o,u,:;:
----' X ,63T.S.~ N I~~ ~r3~~/~S E T ,R BOOK 4453,;P~
W INV. = 35.92 "
X 41.38
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~ I
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I
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----
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7 ---riNV = 31 86
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X 3 94
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X 39.4.Q/ / / / } 'l ~6' 6'1 F.~'.J
1:$#112:" 10' FLORIDA POWE R CO RA TlON 1 39.43 r
EASEMENT O.R, '300K 4..453, PAGE 400 X 39,68 I
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PREPARED
FOR:
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T Y P E
SURVEY:
ASSOCIA TES INC.
PROFESSIONAL SURVEYING
2915 S.R. 590 SUITE 17
CLEARWA TER, FLORIDA 33759
(727) 669-0522
o F
WILTON
PARTNERS
DATE:
09/15/99
1
REV
12-17-01 ADDED BANK SITE
DATE
CLEARWATER
BOUNDARY, TOPOGRAPHIC,
DE SIGN S URVE ~(
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TREE
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SCALE:
1" - 40'
BY
APP'D
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NUMBER
001-1463
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